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t <br /> 20 March 1996 <br /> AGE-NC Project No 95-0130 <br /> Page 8 of 23 <br /> Imeasurable vacuum was observed at MW-3, approximately 35 feet east from VW-1 <br /> The vacuum applied at VW-1 and the induced vacuums at VW-2 and VW-3 were graphed versus <br /> distance on a semi-loganthmic scale(see Figure 10) However, a clear correlation of induced vacuum <br /> verses distance was not observed Vacuum data is included in Table 3 <br /> 45 ANALYTICAL RESULTS OF VAPOR SAMPLES <br /> TPH-g was detected in vapor samples collected at concentrations ranging from 8,500 gg/l (elapsed <br /> time 8 5 hours) to 68,000 gg/l (elapsed time 4 5 hours) The analytical results are summarized in <br /> Table 4 The laboratory report (MAI Laboratory I D Nos 60653 through 60657) and chain-of- <br /> custody form are included in Appendix D <br /> I <br /> 5.0. QUARTERLY GROUND WATER MONITORING - JANUARY 1996 <br /> 5 1 QUARTERLY GROUND WATER MONITORING AND SAMPLING <br /> On 29 January 1996, depths to ground water and total depths of monitoring wells MW-1 through <br /> MW-5 were measured to the nearest 0 01-foot utilizing a Solist water level meter Ground water <br /> surface elevations were plotted on a scaled site map, whereupon ground-water surface elevation <br /> contours were generated (Figure 11) During the January 1996 monitoring, ground water flow <br /> beneath the site was generally to the southeast at a gradient of about 0 0057, or approximately 30 feet <br /> per mile Ground water data is included in Table 2 <br /> After depths to ground water were measured, approximately 9 to 12 gallons of ground water (a <br /> minimum of three well volumes)were purged from MW-1 through MW-5 utilizing disposable bailers <br /> Temperature, pH and conductivity were measured at well volume intervals using an ICM model <br /> 52200 water analyzer Stabilization data and field logs are included in Appendix E Purge water was <br />' stored in 55-gallon drums stored on-site in an area inaccessible to the general public <br /> Monitoring wells MW-1 through MW-5 were purged and allowed to recover for a minimum of one <br /> hour prior to sample collection Ground water samples were collected from MW-1 through MW-5 <br /> utilizing a dedicated, disposable polyethylene bailer and new nylon rope Sufficient sample was <br /> collected from each well to fill three 40-nil EPA vials containing hydrochloric acid as a preservative <br /> Care was taken to ensure that no air bubbles were present in the VOAs after filling and capping <br /> Ground water sample containers were labeled with the well designation, date, time, and samplers <br /> initials <br /> The ground water samples were placed in an ice chest and chilled immediately following collection <br />